PROBLEM 10-n GIVEN: THE STATE OF STRAIN AT THE POINT ON THE PIN LEAF HAS COMPONENTS OF = 200(106), y = 180(106), AND Yay = -300(106). REQUIRED: USE THE MOHR'S CIRCLE AND DETERMINE THE EQUIVALENT IN-PLANE STRAINS ON AN ELEMENT ORIENTED AT AN ANGLE OF 8-30° COUNTER CLOCKWISE FROM THE ORIGINAL POSITION. SKETCH THE DEFORMED ELEMENT DUE TO THESE STRAINS WITHIN THE X-Y PLANE.

Q: The state of strain on an element has components P x = -400(10-6), Py = 0, gxy = 150(10-6).…

A: Lets represent  P x  = Py = gxy =

Q: mning Goal: use the superposition principle to find the state -tress on a beam under multiple…

A: d1= 2.15 md2 = 0.5 md3= 0.95 md4=285 mmr= 150 mmP= 4.5 kNTo find:Part A: Determine the support…

Q: The strain components for a point in a body subjected to plane strain are Ex - 930 JE, Ey - -112Que…

A: Mohr's Circle: Mohr's circle represents the state of stress condition. The points lying on the…

Q: Using finite element find :1.reaction and stress in all member | 文文 6m 6m 15.0 E-200 GPa D=0.05 m…

A: P=10kNThe diameter of the bar =0.05mE= 200 GP a.To find reaction forces and stresses in all members.

Q: o=Fe" is known to be the stress-strain relation of the material during tension and compression.…

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Q: 3. The plane stress is shown on the element. Use Mohr's circle. 1) Determine the principal stresses…

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Q: The state of strain at the point on the member has components of Px = 180(10-6), P y = -120(10-6),…

A: The given figure is shown below:

Q: The state of strain at the point has components of € = 300 (10-). y = -260 (10-6), and Yzy = 460…

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Q: • Part A- Orientation of the planes of maximum and minimum normal stress A Learning Goal: To…

A: σx=-22Mpaσy=114Mpaτxy=56MpaRadius of the circleR=(σx-σy2)2+τxy2R=(-22-1142)2+562R=88.09…

Q: 2- The derivatives of the displacement components are related to the strain vector of the element as…

A: Structural design is a highly specialised field of structural engineering. It very well may be…

Q: a) Draw the Mohr's Circle associated with its original state of stress. Calculate and label the…

A: Assume The tensile stress as (+)ive  The clockwise nature of shear stress as (+)ive.   To…

Q: - Change gy from 100 MPa to 139.10 MPa - Determine the equivalent state of stress on an element at…

A: Given:- To find:- Equivalent state of stress on an element oriented at 30o clockwise Concept:- The…

Q: Element A is subjected to the stress state shown in the x-y plane (+x is to the right, ty is up).…

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Q: An element is subject to the following normal and shear strains: €x = -350 x 10-6 €y = 200 x 10-6…

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Q: Part 2 * Your answer is incorrect. The z-component of momemt M will cause compression at A and B,…

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.